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2013-289 401111ft TOWN OF QUEENSBURY icw 742 Bay ,Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130289 Date Issued: Tuesday, February 04, 2014 This is to certify that work requested to be done as shown by Permit Number P20130289 has been completed. Location: 81 MELDON Cir Tax Map Number: 523400-289-020-0001-043-000-0000 Owner: MICHAELS GROUP Applicant: MICHAELS GROUP This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 064 TOWN OF QUEENSBURY .04 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130289 Application Number: A20130289 Tax Map No: 523400-289-020-0001-043-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at: 81 MELDON Cir in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MICHAELS GROUP Fireplace SUITE 1 Garage Attached 10 BLACKSMITH Dr Townhouse $200,000.00 MALTA,NY 12020 Total Value $200,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-289 TOWNHOUSE 1,760 sq ft/ Garage 444 sq ft 1 Fireplace - gas $418.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 09, 2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ens ;//1 �. s �• ly 09,2013 91 SIGNED BY , for the Town of Queensbury. Director of Building&Code Enforcement , r Q OFFICE USE ONLY ^� TAX MAP NO.C) g 1 .al) -I--'1 /3 PERMIT NO. / 3-, FEES: PERMIT 9 R,1.40 RECREATION $ 57, ENGINEERING '.___PA 50 -0 0-u-k-q-.7 (If applicable) dw o- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: -THe- M14t1 S C-ilz OWNER: ADDRESS: IO BL4W-4At11'r 1:)cz1 MALTA EMY IZOZO ADDRESS: " " PHONE NOS. 51$'8c12I- G9. 11 PHONE NOS. " CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 7. t•°(.rsc-Ao PHONE: b`3-1 -31 4 4- LOCATION OF PROPERTY: sibl t A' *1 Cvctc t,c SUBDIVISION NAME: l'411.1br1,0 0244S1KIetS PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z O C7 0 PROJECT o ¢ O O co co._-w O tY � O = O W OJ LL W Q a=V W O . O = C7 1=-1- Ot- Ce LU Z < < ‘-00 N(n OLL I-U- a=«s SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE )( 1 ,1(404 10 bOtIt 27 ' 4/v ssa BUSINESS OFFICE RETAIL- MERCANTILE I FACTORY OR INDUSTRIAL ATTACHEGARAGE(DO3) OTHER j I 41i ? .lA QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: Ars HEAT TYPE? F I-I . *HOW MANY FIREPLACE(S) I AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: SMc,te F-A04IL'e S►�EtvCx ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(a queensburv.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www•queensburv.net required permits, the permit process, application requirements or to schedule an appointment) This application / proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING & CODES AP OVAL D 4,111. Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Fire Marshal's Office Pe,%61 Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 alae Stamp Michael J. Palmer, Fire Marshal• Gany Stillman, Deputy Fire Marshal APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER:I I4 M%CM AeS-C:i1Z41.P Ll C INSTALLER/BUILDER: SIM ADDRESS: lM StAtaaA I I .A M,'TL1 4 tYt DDRESS: PHONE NOS. 51gel �Il .(D-N PHONE NOS. LOCATION OF PROPERTY: St:11 M1CL.OuN C.11?.CAZ SUBDIVISION NAME: 1'i1L4MN b MSS% Ci S LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: - J 1 A TLS CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: T . LOCASCio PHONE: ce: S1 .Sua4 ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT yC FIREPLACE, FACTORY BUILT* FIREPLACE,MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: ReAt T 01a-4 MODEL NO.ON 37 W—• S LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: _ firemarshala..queensbury.net MASONRY** CHECK ONE V. VISIT OUR WEBSITE SIZE IN FOR MORE INFORMATION TILE STEEL INCHES www.queensbury.net FLUE CHECK ONE V. DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ 7C **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION &BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Town of Queensbury e, ��•g9 Michael F. Travis Highway 3 Highway Superintendent Home (518) 798-0413 Department 742 Bay Road—Queensbury,NY 12804 Thomas R. Van Ness Office Phone: (518)761-8211 Deputy Highway Superintendent Fax: (518) 745-4466 Home (518) 745-0929 DRIVEWAY PERMIT DATE: (ct24117 APPLICANT NAME: lr-te AA.tMl €1.S Citi t,P. (Lf TELEPHONE NO.: 'S tial . Cbctct .(,6U ADDRESS TO BE INSPECTED: SI MtuDok. Cti2.(LE RETURN ADDRESS: IV UL Mt'1N toe, 11-AL.r11 1J4Af 11,C1.0 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R Van Ness, Deputy Highway Superintendent i`t• bn `> L4 Queensbury Building & Code Enforcement - Residential Final Inspection ( ?) Office No. (518) 761-8256 Arrive: am/p e art: /pm Date Inspection request received: Inspector's Initials: NAME: l s �f t.t P PERMIT#: 13- g*f LOCATION: �Gt �?M ro i n ( , Q DATE: TYPE OF STRUCTURE: - I n h�-1. a �-,q_ y Comments: Yes o N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent LocationN/:,.. Fresh Air Intake ✓f i✓ 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete y Platform at all exterior doors >� Handrail 4 or more risers t� Guards at stairs,decks, patios more than 30 inches above grade ti Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Kt Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant 1. Grade away from foundation 6 inches with 10 feet --*L4.-) —r2._. 6 inch clearance to sill plate ' ,-0--N-K.315 Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight ,ik.2 ✓ Safety glazing l Wi dow in stairwells safety gling Interior Smoke D=ectors I Carbon noxidetectors Every level: Every Bedro m: ✓/ / Outside every bedroom afea: / i. Inter Connected: / Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents f ✓ Bathroom Fans,if no window r// Plumbing fixtures ✓ Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. / / Emergency egress below grade ,// Gas Furnace shut-off within 30 feet or within line of site ./ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler _ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum / / �- � Basement stairs closed rise>4 inches v//z• $ 5-Garage Floor Pitched i./ Garage fireproofing/%hour fire door/door closer i� Gas Logs in Sealed or Glass Enclosure �j `-� Final Electrical; Energy Saving Light Bulbs 50% �// Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles ,/ Flex Gas Pipe Bonding As Built Septic System/Sewerept. spection Sticke1_,) y7 Site Plan /Variance required Flood Plain Certification, if required 01 / Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection FomislResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Page 2 of 2 Ai r Leakage Property Organization HERS Unknown Grajny Consulting.LLC Confirmed 79 Meldon Circle 518-221-3240 01/30/14 Queensbury,NY 12805 Stan Grajny,PE Rating No:1105130 Rater ID:5609922 Weather:Albany,NY Builder 79_Meldon M The Michaels Group MichaelsGroup_79MeldonQueensb ury_NYESH 013014.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.18 0.14 ACH @ 50 Pascals 3.36 3.36 CFM @ 25 Pascals 1081 1081 CFM @ 50 Pascals 1696 1696 Eff.Leakage Area(sq.in) 93.1 93.1 Specific Leakage Aiea 0.00019 0.00019 ELA/100 sf shell(sq.in) 2.04 2.04 Duct Leakage Leakage to Outside Units Ducting CFM @ 25 Pascals 0 CFM25 /CFMfan 0.0000 CFM25 1 CFA 0.0000 CFM per Std 152 N/A CFM per Std 152/CFA N/A CFM @ 50 Pascals 0 Eff.Leakage Area(sq.in) 0.00 Thermal Efficiency N/A Total Duct Leakage Units • CFM25/CFA Total Duct Leakage 0.0060 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate(dm) 59 Hours/Day 24.0 Fan Watts 30.0 Cooling Ventilation Natural Ventilation • ASHRAE 62.2- 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings,a minimum of 57 cfm of mechanical ventilation must be provided continuously,24 hours per day.Alternatively,an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly.For example,a 114 cfm mechanical ventilation system would need to operate 12 hours per day,as long as the system operates "r 'r g4Lred \i /14 Cr)—TV tel l �1 /- S I ` r " ver REM/Rate-Residential Energy Analysis and Rating Software v14.3 "'t• 'i: This information does not constitute any warranty of energy cost or savings.It ; 01985-2013 Architectural Energy Corporation,Boulder,Colorado. `t, s,� • http://webmail.roadrunner.com/do/mail/message/preview?msgId=INBOXDELIM 10462 2/3/2014 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 1-0\9---/ 1 NAME: A 6-/l LOCATION: ) M PERMIT#: ) 3`" *. - Final Survey Plot Plan Approved Denied The attached final survey has been received by the 1/7 Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.lnspection.FORMS\Final Survey Zoning Administrator.doc C loSe rr, / 7_ Foundation Inspection Report ( ►A/In c Office No.(518)761-8256 Date Inspection request received: l/t(0(f"l Queensbury Building&Code Enforcement Arrive: itd ; l(wm/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: (�t o k a e l S GGcje PERMIT#: LOCATION: 0 ! e (AGtr C(C INSPECT ON: I1 TYPE OF STRUCTURE: � 1 fj �' Comments Y N N/A Footings y\, Viers ,EC Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I a ^ Y 14 1 �I� �II III 0 3 11YY ff h a r51l 3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm art:- v ' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials- NAME: NAME: m, N1 s ( rE UP PERMIT #: 13 LOCATION: c3 I`c�e,I coon INSPECT ON: i 0 TYPE OF STRUCTURE: ` nom 4 Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain 1 Vent Air/Head 5 P.S.I. or 10 ft. above hilt hest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes i ) Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 M D-N6A-(11 to "-i,. Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:tzp.am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -,� ,I NAME: Mcio PERMIT #: 1 3—a5N LOCATION: 4K l Art e.,,/\. INSPECT ON: I TYPE OF STRUCTURE: Y./ N N/A Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 A inch minimum Drain Size Washin• Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation /Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 1\f\vca0 IVV--j Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: L I,D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector s Initials: NAME: PERMIT#: I 3-'4). 1,7( LOCATION: ` t M 6464 N F J,L INSPECT ON: JO TYPE OF STRUCTURE: I r\V)c.0 Y / N N/A COMMENTS: Framing ,vJ Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided Bracing / Bridging Joist hangers ✓ Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 trNdkaoh (b --/ 01106. Town of Queensbury Fire Marshal C� 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance. No deviation from the manufacturer's instructions or specifications is allowed. Permit# j 3 - `g Schedule Inspection /Cr �' i/3 Time � 1 -- �� m pm anytime Inspectol--(- ) Name rn k. let(Z Address S .OQCg 0",ti Rough In±final_ Appliance Manufacturer —1- 0c-0 A L Model# Direct Vent 1 Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) V Firestop(s) Vertical Chase Wall Penetration f Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) • CO Detection CSST Bonding 2::31-7-a-k White—Building Dept Yello%—Cust Amer Pink—Fire Marshal TusLo Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queenshury Building & Code Enforcement Arrive: S,yr am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: O4 NAME: .1 c (-►: ccs PERMIT #: l ,� -zsa, LOCATION: �1.1z-�d![^r`t INSPECT ON: TYPE OF STRUCTURE: --('\ hSc_ Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided Bracing / Bridging Joist hangers Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ` Ice ans water shield 24 inches from wall i/ r � 44- Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 Foundation Inspection Report / . ( Office No.(518)761-8256 DateInspec tion request received: sy/Z 71/ Queensbury Building&Code Enforcement Arrive: am/p Depart: r ` pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: [- ��`-� NAME: K)'? , (/- ( G r0 t-e PERMIT#: 1 ) '- 3(F LOCATION: LOCATION: e ce C, /6 j INSPECT ON: Z TYPE OF STRUCTURE: v /% Contmcnta Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing mil poly for wet areas under slab ackfiill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM S u-Qd, 3f M Foundation Inspection Report U Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ,3_____am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _ NAME: lr1" '`AN , % :'� PERMIT#: 1 F OC TIAN: t- n nn INSPECT : TYPE OF STRUCTURE: Comments Y N N/A Footings 3 .r Piers 3 g q Monolithic Slab / Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab "fp, -C /)Cast/Copper ^ ? ;(--- Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C( Edi o Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 3 /1 fr//3 Queensbury Building&Code Enforcement Arrive: am/pm Depart: y am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:&A NAME: 711 , /1 •) e l G�C�. (' PERMIT#: J 3 `-z s LOCATION: iM /2c- C-t - / INSPECT ON: . MAL TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg 4fPundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Oicicfill Approval V • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc last printed 12/20/2005 9:24:00 AM I A out Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 1 t�Ck-1C� ;� (7, r`,� PERMIT#: I3-- c' LOCATION: im % 17-7 �� `? 7 ��-' �l �j F1�7 C`„^INSPECT ON: � TYPE OF STRUCTURE: j n \ Sc Comments Y N N/A - n Footings 13 L�t 7 ?` Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place � Foundation Dampproofmg ```��� Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding &Codes Forms\Building &Codes\Inspection Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: „V/1-0_3 Queensbury Building&Code Enforcement Arrive: am/pm Depart: ___nr,am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials _ J NAME: y L(') ),-2 L S G-.c-c,---e PERMIT#: 1 3 LOCATION: R" I ,1tie[dccti►C, ,r INSPECT ON: SY// TYPE OF STRUCTURE: Comment Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. 'Foundation/Wallpour lPi14f �Yl(� . ` • Reinforcement in Place Footing Dowels or Keyway in place rZ,,Z-,2-D5 Foundation Danipproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM